Annual Report of the Secretary of War, Volume 2 |
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Página 93
Between Denton and Greensborough the width varied from 100 feet to 650 feet , and the depth from 2 feet to 8 feet at mean low water . The original project for the improvement was to give an 8 - foot low- water navigation 75 feet in ...
Between Denton and Greensborough the width varied from 100 feet to 650 feet , and the depth from 2 feet to 8 feet at mean low water . The original project for the improvement was to give an 8 - foot low- water navigation 75 feet in ...
Página 96
The following were the widths of the respective branches of the chan- nel June 30 , 1886 , with a depth of 27 feet ... Though the depth of 27 feet at low water has been reached and seems to suffice for present needs , the width of the ...
The following were the widths of the respective branches of the chan- nel June 30 , 1886 , with a depth of 27 feet ... Though the depth of 27 feet at low water has been reached and seems to suffice for present needs , the width of the ...
Página 552
At the same time estimates , based on recent surveys , were submitted for the dredg ing necessary to make the channel 7 feet deep , with width of 200 feet at the mouth of the river and 100 feet above ; the latter width was adopted in ...
At the same time estimates , based on recent surveys , were submitted for the dredg ing necessary to make the channel 7 feet deep , with width of 200 feet at the mouth of the river and 100 feet above ; the latter width was adopted in ...
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Índice
OFFICERS OF THE CORPS OF ENGINEERS | 3 |
GENERAL DISCUSSION | 9 |
Officers in charge of divisions 319 | 10 |
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12 feet 1890 Submitted act of August adopted Amount appropriated amount available Amount estimated amount expended Appendix appropriated by act August 11 available for fiscal breakwater Bridge building canal channel close commerce completion of existing compliance with requirements Congress construction continuing contract Creek dams depth dike distance dredging ending June 30 entrance estimated cost examination exclusive of liabilities existing project expended during fiscal expended in fiscal expended to June expenditure feet at low feet at mean feet deep fiscal year ending funds further harbor acts improvement increased Island jetty Lake length liabilities outstanding July locks low-water mean low water miles mouth navigation object obstructions obtaining operations outstanding liabilities placed Point present project profitably expended proposed removal repairs required for completion requirements of sections resulted river and harbor rock shoals snags Submitted in compliance survey tion vessels width